Analysis of Shell Structures Subjected to Deformation Dependent Pressure Load

변형종속 압력하중을 받는 셸구조물의 해석

  • 장명호 (성균관대학교 건축공학과) ;
  • 권택진 (성균관대학교 건축공학과)
  • Published : 2002.03.15

Abstract

Pressure loads caused by gas, water and wind are the most important load cases in structural analysis. Often the pressure loads are approximated by constant directional loads since it is difficult to evaluate the exact value. However, the pressure load is defined as a displacement dependent one and it is necessary to consider the follower effects of the load in analysis procedure. In this study, the large deformation analysis considering geometrical nonlinearity for shell structures under pressure loads is presented. Finite element by using a three-node flat triangular shell element is formulated and the follower effects of the pressure load are included in the formulation. Some of results are presented for cantilevered beam under uniform external pressure and thin circular ring under non-uniform external pressure. The present results are in good agreement with the results available in existing literature and commercial software ABAQUS.

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